In the transient analysis of engineering structures by the finite element method there are several commonly used time integration schemes such as the method of central difference, the Newmark method, the Wilson-u method, the Houbolt method and the a-method of Hilber-Hughes-Taylor. In this paper thes
β¦ LIBER β¦
Postintegration methods for numerical integration of non-linear dynamic equations of motion
β Scribed by Jan Langer; Marian Klasztorny; Salah El-Sayed El-Bagalaty'
- Publisher
- John Wiley and Sons
- Year
- 1992
- Tongue
- English
- Weight
- 815 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0029-5981
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